Loading...
HomeMy WebLinkAboutProduct approvals Florida Building Codel Online Page I of 2 i a BCIS,Nome .Log In I User Registration Hot Topi6 Submit Surcharge Stats&Facts Publications contact Us BCIS Slte Map Links Search•� i (' Product Approval R USER:Public User � I Product Approval Menu>Product or Application Search>Aoolication Lis[>Application Detail FL# FL17080-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext7675 edh@foldingshutters.com I Authorized.Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext7675 edh@foldingshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)209-7675 edh@foldingshutters.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2028 Validated By Troy Bishop,P.E. © Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R2 COI FOLDING SHUTTER CORP. TITAN II FOLDING IMPACT PROT.SYSTEM CERTIFICATION OF INDEPENDENCE 17-0725 0 0 PDF I Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By i I Sections from the Code I i I https://www:floridabuil'ding.org/pr/pr_app_dtl:aspx?param=wGEVXQwtDgv2aBQPHPQQ... —23/2020 Florida Building Code Online Page 2 of 2 Product Alpproval Method Method 1 Option D i Date Submitted 08/17/2017 Date Validated 08/18/2017 Date Pending FBC Approval 08/23/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&NHVHZ(Drawing and retained by tracks to provide Hurricane Protection #17-082) Limits of Use Installation Instructions Approved for use in HVHZ:Yes F_L17080 R2 II FOLDING SHUTTER CORP DRW 17- i Approved for use outside HVHZ:Yes 082.PDF Impact'Resistant:Yes Verified By:Walter A.Tillit Jr.,P.E.PE-44167 Design Pressure:+160/-160 Created by Independent Third Party:Yes Other:Max span is 12'-0"for+46,-46 p.s.f.A.S.D.design Evaluation Reports load and 5'-2"for+160,-160 p.s.f.A.S.D.design Ioad.See FL17080 R2 AE FOLDING SHUTTER CORP TITAN II sheet 13-for additional spans and loads. FOLDING PROT SYSTEM Product Evaluation Report 17- 0725.01 DRWG 17 O.PDF Created by Independent Third Party:Yes Back Next I Contact Us::26D1 Blair Stone Road,Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida is an WEED employer.Coovriafit 2007-2013 State of Florida:::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead-contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455;275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address H they have one.lThe emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: MONO®F Credit Card Sale i i https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDtiv2aBQpHpQQ... 6/23/2020 GENERAL NOTES: 1.TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: G-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (HVHZ)AND OUT OF THEM(NHVHZ). - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,OR 1/4'0 CRETE^FLEX,AS MANUFACTURED BY ITW/BUILDIX, INC&ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY,OR# 14 NDS WOOD SCREWS OR 1/4-0 NOS LAG SCREWS. DESIGN WIND LOADS SHALLBE'DETERMINED AS PER SECTIONS 1620 (HVHZ) & 1609 (NFEVHZ)�OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A'DIRECTIONALTTY FACTOR NOTES: Kd=0.85; USING'ASCE 7-10 AND.SHALL NOT EXCEED THE MAXIMUM A.S.D. DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER'TO VERIFY THE ABOVE CONDITION, ULTIMATE DESING WIND LOADS DETERMINED PER ASCE 7-.10 SHALL BE FIRST C.1)MINIMUM THREADED PENETRATION OF 1/4''0 TAPCON OR 1/4'0 CRETE-FLEX OR#14 NDS WOOD SCREWS OR •REDUCED TO AS.D. DESIGN WIND.LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE.W/MAX..(AS.D.) 1/4'0 NDS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR C1 THRU C4 AND C6 THRU C8 DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. CONNECTION TYPE,AND 2-FOR C5,OR AS INDICATED ON WOOD SECTIONS ON SHEETS,10 THRU 12.NO THREADED IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS'ON THIS P.E.D.,AS 7FSTED,WERE NOT OVERSTRESSED,A.33.S INCREASE IN PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. __ALLOWABLE STRESS FOR WIND LOADS WAS NCI USED IN THEIR ANALYSIS.A_DURATION FACTOR CD - 1.60 WAS USED FOR VERIFICATION C.2) MINIMUM EDGE DISTANCE OF 1/4'0 TAPCON OR'1/4'0 CRETE-FLEX OR#14 NDS WOOD SCREWS OR-1/4'0 NDS OF-FASTENERS IN WOOD. - - LAG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH C.3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER,OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626& 1609A.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE.ENGINEERING TESTING, INC. WALL,ANCHORS SHALL BE LCNG ENOUGH TO REACH THE MAN SUBSTRATE BEHIND SUCH.PANELS. (H.ET.I.), HURRICANE TESTING LABORATORY(H.T.L)&-AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE C.1 ABOVE. TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616&.1604 OF THE FLORIDA BUILDING CODE. (D) TO EXISTING STEEL STRUCTURE:MIN. 12 GAGE, FY-33 KSI (MIN.) MATERIAL 2. STAINLESS,STEEL SHEET METAL SCREWS USED AT SLATS(DA 0 SHALL BE 8 10 x.3'. 410-HT,MINIMUM SERIES W/ 173.6 ksi YIELD -1/47 0 TTW BUILDER.TEK SCREWS,W/FULL THREAD PENETRATION. STRENGTH 187.4 ksi TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS MANUFACTURED BY WHITFORD Co, BOX 507.WEST CHESTER'PA. 19351. NOTES, 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASS661ATION ALLOY AND TEMPER AB INDICATED ON SHEET 2. MINIMUM YIELD STRENGTH D.1) MINIMUM EDGE DISTANCE OF ITW BUILDEX TEK SCREW 11. FOR 60637-76 ALLOY AT SLATS SHALL BE Fy=25.9 ksE. 4,ALL SCREWS TO,BE STAINLESS.STEEL 304 OR:316.SERIES W/50 kei•YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL ITW/BUILDIX TEK'SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL 8.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR 5..BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER„TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL CENTERPIECES:AND ENGAGE OR LOCK ALL (A). TO EXISTING POURED CONCRETE: LOCKS. 10.PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDIX,INC.TO MIN.Vc-3192 psi. WITH SECTION 1709.9.3 OF THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN. Pc-3000 psi. LABEUNG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.f'c=3350 psi. 11.FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY NOTES: BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. AT) MINIMUM EMBEDMENT OF 1/4-0 TAPCON ANCHORS OR 1/4'0'CRETE-FLEX INTO CONCRETE IS 1 3/4% 12.(A) THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE MINIMUM.EDGE DISTANCE(E.D.)SHALL BE AS,PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT,Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. A.2)3/4'SOLID SET ANCHORS SHALL BE ENTIRELY'EMBEDDED(7/8' INTO THE POURED CONCRETE. (B). CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND.INSTALLATION INCLUDING LIFE SAFETY OF THIS NO EMBEOMENT_INTO STUCCO SHALL BE.PERMITTED. 1/4 0-20 S.S SCREWS USED SHALLBE'1.1/2' PRODUCT BASED ON,THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE'DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MDDIFIED. WALL FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN.STRUC ARE,BEHIND SUCH'PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 &A:2 ABOVE. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL.BE RESPONSIBLEFOR THE PROPER (B) TO EXISTING CONCRETE BLOCK WALL-ASTM C-90. USE OF THE P.E.D. ENGINEER OF RECORD,ACTING.AS DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER.THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY:I.T.W.BUILDEX,INC.- 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. (E) THIS P.E.D.SNAIL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT- 1/4'0 CRETE-FLEX,'AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED IT { {{ifff p THIS DRAWING SHALL ONLY BE USED TO, OBTAIN B.1) MINIMUM EMBEDMENT OF 1/4-0 TAPCON ANCHORS OR 1/4-0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. 1{H\\•�� A A' f���/- PERMITS IN THE STATE OF FLORIDA MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. `{{�Y`................. ✓ 8.2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE CONCRETE BLOCK UNIT. NO Al c s�••�'9 FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S SCREWS USED.SHALL BE 1' 1/2'LONG i• o.aai.�.i ®tan nllEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ORurtLer MINIMUM SHOULD STUCCO,EXIST AND 1'MINIMUM FOR'WALLS.WITH NO STUCCO. 1 B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, •� m/eo/n ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH-PANELS.ANCHORAGE '• ,' '.L, E C O m-- FOLDING SHUTTER CORP. GATE SHALL BE AS INDICATED ON NOTESB.1•&B.2 ABOVE FOR••. .�`l,,{ TILUT TESTING&ENGINEERING COMPANY N, P�wSIREET PLACE 1J /( .=Na.uu.s�,sl..:w. xc a.1 amcna n'a�l¢e FIL1L T7-082 ••'f" �I, om,u:.(��mTml-Isw.�w.:L�oa1�-1m1 PH:1600-613-6171 ANAL - ': °°°'�°m .v.lold pahullem can O utl NG No E9-0005719 -IP.EI SFJLJSIGNA7l1RE WALTER A TINT Jr.P.E. un ooesmp• /GATE FLORIDA U.["167 mpo/n m SHEET 1 OF 13 law, .97s' 5860' f--1.841' J06a- E 2 4b� 1IJ SLAT �- T.7J0' 60 - ALLOY (a SjE]T WINDOW Q -END Q FLAT END AnO' —(TO-BE-LISEO-FOR ALLERFORA IONS A PER ALLOY 6063-T5 ALLOY 6063-r6 ALLOY - - 5� .EXTERIOR CENTERPIECE- A41Y INCLUBE'PERTORA770N5 AS PER (TO BE USED ONLY FOR INSTALLATIONS 6063-T6 ALLOY DETAIL ON SHEET 3) JO FEET OR HIGHER ABOVE GRADE 4 INTERIOR CENTERPIECE MEASURED AT BOTTOM OF-OPENING 63-T6 ALLOY SEE COMPONENTS 20, 21 &.22 ON SHEET J.) :xaei• ,ur• 1984' I.71J' 2/J2' 1.696' 27b• .JAI' . �' 1.99T 26J7' .061." � �.• - a I ! g .IW' - .a6T• .001' ,�. -033" .RSa' 1.967" .09J' 09 - � - _ TRJ- 2JJJ' Am 28A• .600' �• A710' © WALL HEADER © 2" MAX B.O. CEIii HEADER 6063—T5 ALLOY SZVHE'AD TRACK ® ® BOTTOM SILL TRACK BOTTOM TRACK ADAPTER Y 063-T6 ALLOY 6063-T6 ALLOY 6063-T6ALLOY .sag'A �T.696' t2 'O9O COMPONENT G b t1 t2 17 .a61" J.JTB' 2" 5" MAX. 0.125" 0.125" T6 2' 4"MAX. 0:25"-' 0.25' o� Q 1" 2" MAX. 01062" 0.062" 4w4a• ©1 ALT, BOTTOM TRACK ADAPTER 2 BOTTOM RAIN GUARD ALUMINUM ANGLES ® RAIN HOOD b063-TS ALLOY 6063-T6 ALLOY 6063-76.A[10Y 6063-T6.ALLOY L lJO• rdrl 1PONENTS FLORIDA BUILDING CODE (High & Non High Velocity Hurricone Zone) .F '• ®.zG17 nLTECG.INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM GMNBY• .Jlsti ,ti �: 07/20/17 ACETAL / IL E C O LNG. FOLDING SHUTTER CORP. W7E THUMBSCREWS ® LOCKING TUBES +0. r27/ TILLIT TESTING&ENGINEERING COMPANY 7089 HELSHtEET PLACE AT CENTERPIECE Q_� � ' �rll1l'' � m"�:°••i�-J`J. "G"`""�' J'„° WiST PALL BEACH;F1 33413 — FOR & n :�,o' •.,(p P: �. ,_mot,6,0... :La ep PH:1SOD 643-071 1 =08z 606J-T6 ALLOY _ RID,,. '1� ES-W�B�71aB E —fddn 6hutt—in GRAVING N9 AWN. 28 1/2'LONG WALTER A.nLur dr.v.E. �r - 0®IffiVV51�•. F,/LIATE FLORIDA tie.0 44167 1. 1 "' SHEET 2 Or IS ,rwx ncARu+ce (J)ROWS OF 1rNua arAXAna To 1/4`0 HOLES TO r1A— l FA SPACED Face O O O IN BOTH Z-CLIP EACH SIDE TABLE 1 i SOURCES FOR -0 &©1 1N BOTH OOQ DIRECTIONS. ixA. OF{WNDOW(SFE TABLE 7) � �n� SLAYS 00 VO"/ SLATS ( 1 ao STANDARD B1YER S4&C IMtlVA7WE TYP.'CIL PROPERTIES K�)KLE 00KLE REFERENCE MATERIAL/SCIENCE PL40C Q0 KNUC LLa~OLON 31CU LEXAN JOT RESIN .N 8000 20 PHY91C%L• 00 WINDOW MECHAU 0 __._ .. _ __ _ _ WEAWNG .._ SPECIFIC GRAVITY' ASTM D792 0.043 Ib/lb/I., 0.043 Ib/in 000 I IC•, _ _ ___ _ nAT P V TENSILE YIELD STRENGTH ASTM D638 9.400 p.s.i. '9.500 P.s.i: -� W SW �T FLEXURAL STRENGTH AT YIELD ASTM D790 12.500 p.s.T. 13.400 psi. 2 1 tea. FLEXURAL MODULUS ASTN 0790 340.ODO p..i. 345.000 p.31. �. 0 p A.� (xicl aYoSNAP-IN END IYAGACT_ 1},D(g0A0'" R2, n OF CUP TOO OT70M NOTCHED IZOD ASTM 0256 18 Fr-lb/in 17 FT-Ib/In Q�Z � -� (SEE TABLE 2) FlRF BURNIN- HARACTEPImCS• H 3 H vJ SMOKE DENSITY ASTM 02M 47.2 R 64.5 A MAX RATE OF BURNING ASTM D635 C-1 CLASS C-1 LASS S 1181 SELF IG14MON ASTIA 01929 1040'F 950'F SLAT WINDOW 0.060'ROCK h SLAT WINDOW . WEATHERING ASM G155 U W U 3 POLYCARBONATE WEMNC TENSILE STRENGTH AFTER WEATHERING ASTM 063E 9302 p.s.i. 8840'p.si. W y fY1N. (SEE TABLE 1) ;TENSILE STRESS BEFORE WEATHERING. ASTM 0638 8461 P.s.T. Z� 2 A,�� vs.i• 8880 3 1.000� �W -•MAX• (2)W/NDOH6 MAY BE 1N ONE SLAT SPACED h m NA MINIMUM OF 24'APART, IV/nl'J2�MIN.fROld m ENDS OF SLAT TOP&BOTTOM. -®SLAT M!/57 NEVER E INSTALLED A0.1ACENT TABLE 2: SOURCES FOR MKr _ TD CEN7ERPIECESQ4 OR�, NOR AT CORNERS OF PRODUCT. AMSTER TOOL COMPANY 000 Eo—T— TYPICAL PROPERTIES STANILIRD BLACK NYLON PART 0 0 ® SLAT WINDOW DETAIL ' °'LE f 2O5J9aB Ni 000 (ELEVATION) PHYSICAL• SLATS 000 SLATS / 20 SPECIFIC GRAKR' ASTM D792 0.042 Ib/'p' N KNUCKLE— O00 KNUCKLE• 14ETWNG „. Mc HAulr WINDOW 1 000 (IyP1. ,ya .R TENSILE YIELD STRENGTH AM DB38 11.500 P.s.l. 000 (J)ROWS OF LN4YJ aco I o aoap•I�l}{TTFI}�p.pap• FLEXURAL STRENGTH AT YIELD ASTM D790 15,ODO P..J. 0 T0�0 1/4�0 HOLES R a��l I"TI I FLEXURAL NOCULL75 ASTM D790 450,000 T O EA.SPACED ---1711Y1 J71WI{II P.p.i. ,rhea nErRMCE. 3/6-AP ,rlsN: ^n ar4' aob0- NOTCHED IZOO ASTM D256 0.6 FT-lb/in TOAATeOTTOM IN BOTH T06M.T IR]Rp61 THERMAL PROPERTIES- er.:• - ,DIRECTIONS. EOL a?gyp. COEFFICIENT OF THERMAL EXPANSION ASTM 0696 5.5 x 10_(n/in-'F pasp' 21 Z— FIAIAIMHILlTY UL 94 V_2 2 JN+'S��lL• E[Yl/� liLlr MELTNG TEMPERATURE ASM 03418 SDO'F NO - TOO BE USED AS AN OPTION FOR ALL INSTALLATIONS ® SLAT WINDOW ELEVATION UNDER LARGE MISSILE.MAY INCLUDE PERFORAnONS AS PER THIS DETAAL4XW TYPICAL 'A SLAT WINDOW DETAILS - . (2)WINDOWS MAY BE 1N ONE SLAT SPACED Wf 20 VIEW/NCI WINDOW & 21 22 CLIPS MIN.24'APART(MAX EVERY 10 SLATS). TYPICAL ALTERNATE PERFORATED (SMALL MISSILE (I)SLAT WINDOW ELEVATION (LARGE MISS/LE IMPACT) •.9ro FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) ` .NO.44167 ? ®zon nLTEco wa TITAN II FOLDING IMPACT'PROTECTIVE SYSTEM Dmw BY: C O FOLDING,SHUTTER CORP. 07/20/17 dry•., �` IL E INC. OLTE TILUT TESTING&ENOINEERIHO.COMPANY 7181 HEYSfREET PLACE _ Hr.3 - I.am.�a�A cNima,n sT,ce WEST PAW BEACH,FL 3U13 =�`S••••..... ��,. liven•.e>mm,-,4To P&1800-643-6371 1 7-ok /O1RL,� �•� 1:-Hltaeo0ad.<om mrR.Joldkq.bunxn.ppm DRAWING No IV Qt_ WALTE EB-000�19r.P.E. m-r rmma. oar �m... oaovow urz P.E�SEN./61GNA1(IRE/GATE• FLORIDA UC.d d4167- . Pn u-eu oTgo,T s SHEET 3 OF 13 1 23 44A . 5 .6 7 A /B 6 ' O' ®' ®+ � tor( W/ 0 ,16 , 17OR 19 4 OR 5 f8) (2) — -- ru in a z USE (2)k�.' 30O.C. FORS 1 5 ♦ n 20 ♦ NOTES ON @'& LOCKING TUBES Q0a AT D&0. w UP TO 99 0 1.TWO (2)@5 SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED �-� �AT 30" O.C. FOR SPANS UP TO 99". USE THREE (3) FOR LARGER w USE (3) ®;AT 30'O.C. _ - :SPANS SPACED AT 30" O.C:AT MIDSPAN. COMPONENT MAY BE y FOR SPANS LARGER INSTALLED INTERIOR OR EXTERIOR'SCREWED TO-TAPPED CENTERPIECES THAN 99"UP TO 144" ®OR SQ-. LOCATION OF©SHALL BE AS SHOWN ON'TYPICAL ELEVATION. w K 2. (2) LOCKING TUBES S SHAL ALWAYS BE USED TOP& BOTTOM AT 0 N 1 PRODUCTS CENTERPIECE 4 OR S AT.ALL INSTALLATIONS. LOCKING TUBES' SHALL BE SECURED LEVERS AS SHOWN ON SHEET 9.. OR 1:8 (2 U� 1 t i' t SEE LIMITATIONS FOR®ON SHEET 2 1 lj SEE.END CONNECTION.DETAILS coNCRETE,'CONCRETE BLOCK, RON SHEET 9 TYP. FULL HEIGHT,FOR 6. O O-�' 13 , (2)+ 1.6 ,®+ 13 , WOOD INSTALLATIONS. 9 + 10 9 + 10 + 13 9 + 11 UNLIMITED WIDT S. TYPICAL ELEVATION 4 N: T. 4 NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6-ON SHEET 6. 1111 �a SEE SECTIONS 7, 7A &'7B ON SHEET 7. 1111i.`�k A. SEE SECTIONS 1W & 2W ON SHEET 10. NS '/Q 11 Q� ••••„ '`pN SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. A1A� (I`E ✓ SEE SECTIONS 7AW, .7BW, 8W & 14W ON SHEET 12. •'• FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) ' No,44167 0zon mTEco INC. TITAN 11 FOLDING IMPACT'PROTECTIVE SYSTEM GRAIN BY. 7b : FOLDING SHUTTER CORP. °'�°"' 9•:; IL EC'O INC. DATE O r� •�Qi+ TIW7 TESTING&ENGINEERING COMPANY SrP NEBEELf PUCE 17-O8Z U.St.Ya.m alU W0,]I:,.JSIN WEST PALM BFAo6'R SH13 en-lw.rm:(well-lx 1 Pl leDO-443-Ml UllxcOwlcom �r,r.ronyrlw9im.cvn DRAMNG N. EB'-DDOB7fe P:C'B E DATE WALUTER A.Lk I 441D7E m/xa/n M _— �i` R 3NEE7 4'OF I3 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED.. OPTIONAL RAIN HOOD POURED CONCRETE EXISTING NON STRUCTURAL WALL (SEEFA SHEET O (NON-SOPTIONA.RAIN HOOD REWIRED. TRIM(DECORATIVE HEAD) VA 0.060"THIIX S.S. '(NON-STRUCTURAL) P (NON-STRUCTURAL)(SEE SHEET 13) VROLLER HOUSING (TYP.) 6 1.000• 2.5C0•MW. W 7 MI E.D. • �= RS I r -�_ (SC074fECBON'IxEE SHEET 13) j j j/ RAIN IYP.) / (NON-STRUCTURAL) #10 x 3"S.S.S.MS.W/ v I I- 0373'LONG NYLON 3/16'-ALUM. - _ __ 3/16'ALUM.POP.RIVETS, I 13 ,o • ___.. ___ _ BUSNBIC W/A 0:150• CONT. POP RIVETS,_ i / / 0 18'O.C. i (2•x4"MAX.) Ir �� LONG TOP SECTION 0.500• 0:183•x0.270• O IB•O.C. •_ " O.D.AND 0.245•i.6.'AND .I/4'D'ITW BUILDDX x0.030" 0.223"'LONG BOTTOM ULTRAF" FIT SECTION, ADVANCED 'I SECTION 0220.O.D.AND WEATHER I MIN.•SEPARATION THRFIOFORM TECH0 ELCO I 0.245•L1, STRIPPING FA POURED CONCRETE TO GLASS OR I/4"D ELLD '1/4.0 x 1•TEX (TYP) Ew SIDE(7YP.) �'OR CONCRETE BLOCK (SEE SCHEDULE. j Or °J CONSTRUCTION PRODUCTS I _ 0r �� WALL REQUIRED., ON SHEET 13) a� CRLIE-FLEX: W/1 3/4' I S.S.USSCR WITH NUT2&x1• POP6•RIVETS; �,.f r�f MIN.EIDEDMET O 6.D.C. I WASHER 0 4.O.C. O 16•O.C. 1 Or $ POURED CONCRETE J V I `g f MI GL0.9 ON ORLLONCRETE BLOCK j Or 'WALL REQUIRED. I I 1 or SHEET 1) f �_(SETEDSC.ECSILE— ON SHEEi 73)1 WIN.SEPARATION 'POURED CONCRETE 3 / I TO GLASS OR CONCRETE BLOCK I , —(SEE SCHEDULE WALL REQUIRED. Him % I ON SHEET 13) 1 or CONNECTION C! / : I 1/4" i x 1"TEK �'f w / v (SEE SHEET 1})011 F6 ; SCREW OR 1/40-20'x1' •Z. SS.MS WITH NUT& / -$- WASHER:G 4"O.C. /f0x3•S.S.S.M.S.W/0*0 1/4•0./RYI BUeDIX. I 1"LONG NYLON BUSHINGS THRTFA .ON W'IEC WALE I a coNuacnoN ct y L. ,P Ta.AND 3µ WALL FACE MOUNTING INSTALLATION coNSTRU DON Pn000GI5 I t3 '(SEE SHEET 1J) LONC(7yD•TOP),IXCEPT AT OR 1/4'D.ELCO $ / ROLLER HOUSING(TP.) CRETE-FLEX W/1 3/4' I SECTION 2 wN.EMBEDMENT o 6"D.C. I (a x`'MAX.) WALL FACE MOUNTING INSTALLATION OF S0 x OR SECTION 1 ,/r SP"A° O GROUTED BLOCK REQUIRED '1 j-.000' 2.500 MIN. (MIN.I'—'2.ksi GROUT)'OR MIN. ` E.Dj EXISTING NON STRUCTURAL POURED CONCRETE WALL TRIM(DECORATIVE SILL) O O 0 B ANCHOR SPACING STAGGERED ANCHOR SPACING .DECORATIVE WALL TRIM TRAPPED. DETAIL FOR-6 MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETE ,71P A, TII��J� MAX( A.S.D. DESIGN PSECTIONG3 +65.0, -90.0 PSF & CONCRETE BLOCK _ ���ENs' Q (C '•,'9 FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) SCALE: N.T.S. �'* O. 416'7 _ ID 2017r TILTECO,INC. TITAN II FOLDING'IMPACT PROTECTIVE SYSTEM DRML BY, NOTE FOR COMBINATION OF SECTIONS: * E.D: = EDGE DISTANCE * 07/20/17 1- MOUNTING SECTIONS CAN BE COMBINED '(SEE SPECIFICATIONS,ON SHEET 13) = 0 gel 1L E C O�NL. FOLDING SHUTTER CORP. DATE IN ANY WAY TO SUIT ANY INSTALLATION. TILLIT TESTING&ENGINEERING COMPANY 7089 HEWSIREEr PLACE C. .... II uv la wn.s�m.wr,uxau ewaxs,n.»lea WEST PALM BEACH.FL 33113 17-082 _ 1 t exmT011-ISw.rm:L 7�T1-IA1 PH:1600-643-0371 SaNAL E�6 I11 - EB-0006719 T:GTbcoGaol_com xn.fok6npahWen.wn DRAWING Na f SEE LIMITATIONS FOR®ON SHEET 2 '•�� WALTER A T6llT Jr.P.E. o� P.E.SEIJ./SIF'NATURE/DATE FLORIOA Lie.if 44167 m/la/n xn. -SHEET 5 OF IJ 1/4'0 z 3/4'TEKS;SCREW OR 1/4'z 3/4' BOLTS W/NUTS&WASHER O.8'O.C. 0.060'THICK S.S. MIN.SEPARATIONPOURED CONCRETE OR ROLLER HOUSING ' MIN..SEPARATION1 CONCRETE BLOCK WALL % TO GLASS I TO GLASS REQUIRED OPTIONAL RAIN.HOOD ^(SEE SCHEDULE (SEE SCHEDULE \ ^ (SE�EN9HIEEf,.13 E0. EQ. (NON-STRUCTURAL) �. ON SHEET 13) 1 Or Q ON SHEET 13) t S.S.S.M.S.ri/1/2'o ALTERNATE 3/t6T ALUM. ®t v ALTERNATE 3/16'PLUM. � pm / NYLON BUSHINGS POP RVETS O 5"O.C. POP RIVETSO5'O.C.yp. OP)ANDILONG(Typ. POP RIR: .ATREAR.[B�3/4'TLONG OTTOM)•EXCEPT A7 ROLLER I ' HOUSING(TYP.) W (2)NYLON ROLLERS — Z= "t m}� W_ ___—_/ 0.855'9(TYP.) ( n' g '�3 •i 3/16'ALUM,POP.RIVETS y S - - — -3/16'-ALUM.-PCP"RNErS- S TERNATE D 'O 10'O.C:BOTH SIDES O,0'D.C.BOTH SIDES' '- j LEG&ANCHO 3/16'ALUM:POP - ORIENTATION 8 RVETS O 18'O.C. EO. E0. (tt0'z 3'.5.5.S.N.S..W/ 11 0.373'LONG NYLON ONT.0.163'z / MIN.3/4'PLYWOOD BUSHING W/A 0.0.50 MIN.SEPARATION 0.270'z0.030' ...�3/4-PLYWOOD o 1/2'MIN. REWIRED LONG TOP SECTpN 0.500'' TO GLASS ULTRAFAB _ c REQUIRED O.D.AND 0.243'1. AND SEE SCHEDULE WEATHER 1/4'9 TAPCONS OR N23- .0N0 BOTTOM ( STRIPPING EA 1 or CRE7E-FLEX o SECfI.,0.320'0.0.AND1 ON SHEET 13) SIDE 1/4-THRU BOLT W/ (TYP.) wT t N 8 ANCHORS 6'O.C. 0.245'Ld. 'CC77 WASHER&NUT O 10'O.C. (TYP.) u g EACH SIDE. W 1/4-THRU BOLT W/ / 1/4'd TAPCONS OR WASHER&NUT O 5'O.C. POURED CONCRETE OR CRETE-FLEX ANCHORS 6.O.C. CONCRETE BLOCK WALL 1 or REQUIRED 2'z4-OR 2'z5'x1/8' POURED CONCRETE OR ­5'z3-xt/8'6053-76 CONT. ALTERNATE 3/16-ALUM. t 6063-T6-CONT.ALUM. CONCRETE BLOCK WALL ALUM.ANGLE OR,BENT PLATE. POP RIVETS O.5'O.C. ANGLE• REQUIRED AT�R STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 /���O//���� MAX.A'S.D. DESIGN PRESSURE RATING +66.0, -fi6.0 PSF W IAWX.A.S.D. DESIGN PRESSURE RATING= +66.0. -66.0 PSF N n •i n 5 3/16'ALUM.POP RIVETS O MIN.SEPARATION = 10.O.C.BOTH SIDES. TO G1A55 '--(SEE SCHEDULE ON SHEET 13) a w • to N / ALTERNATE LEG 41�or EQ, E0. asW .&ANCHOR ORIENTATION 'C�' 1 I R T Iv CONNECTION C3 ALTERNATE LEG (SEE SHEET 13) &ANCHOR ORIENTATION 1/4'px 3/4'lEKS.SCREV7 W/ POURED CONCRETE OR S/6'WASHER OR 1%4'x 3/4' •� CONCRETE:BLOCK WALL BOLTS W/NUTS&5/8-WASHER O REQUIRED .4'O.C. w I_ ryT•f�,m(/ p BUILD—OUT FACE MOUNTING INSTALLATION CONNECTION C4 j a SECTION 4 (SEE SHEET 13) / o N / ME. 1/4-0 x 3/4'MKS SCREW POURED CONCRETE OR�/ OR 1/4'x 3/4'BOLTS W/NUTS CONCRETE BLOCK WALL &5/8'WASHER'O 6-O.C. INSTALLATIONS DETAILS INTO CONCRETE REQUIRED & CONCRETE BLOCK BUIL© r>'rF� -MOUNTING INSTALLATION .. SCALE N:T.S. ,��, •'••�,� .'.4_ B TTO FLORIDA BUILD114G CODE (High & Non High Velocity Hurricane Zone) NOTE FOR COMBINATION OF SECTIONS: * ? No.44167 02017 TIISECO INC. TITAN II.FOLDING IMPACT"PROTECTIVE SYSTEM Q�BY: E.D. EDGE DISTANCE t- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) 07/20/17 IN ANY WAY TO SUIT ANY INSTALLATIOtq. o. 0 IL E C O.NG. FOLDING SHUTEER CORP. DATE r Q�• 7089 HEMSTREET PLACE �'•44 TILUT TESTING&ENGINEERING COMPANY. _W67 .1 BECK 6 3341] t SEE UMITATIONS FOR ON SHEEP 2 s `�i dt.a''NV.IGN.54 31..]�:Y.RCWA CMppS/L 1]IGO 17-052 �\ \ vmv o> t-tA]tt.,rm t I�!),Pt-tut %L•1800-64t-6377 ® L /ONQ'••E\o�\tILILL filt— �.vlol4ngNuNw.wm DRAWING No �•- WAL7ER'A"LUT Jr.P.E. ____ __ P.E.-SFAU/.9GNAfI1RE/DATE FLORIDA tic. 44167 m/ro/n m SHEET 6 OF 13 MIN.E.D.- -EQ.— POURED CONCRETE COM�CTION C`S REQUIRED 'SEE SHEET I3) -ROLLER HOUSING j OPTIONAL RAIN H000 (NON-STRUCTURAL) (2)anon/�� 010a3'S.S.S.M.S.W/1/2'0 ROLLERS'0.855'0(TYP.). 3/4'LONG NYLON.BUSHINGS (TYP•-TOP)AND I.'LONG::(T7R 8 - e_ BOTTOM);EXCEPT AT ROLLER - -- I _ BIO n 3•S.S.S.N.S.W/ HOUSING,(1YP.) 0.373'LONG,NYLON 3/16'ALUM. BUSHING W/I A 0.150' POP-RIVETS.LONG,TOP SECTION 0.5007 j f O 1B'O.C. .G.AN O.D. AND 0.245'1D CONT.0.163'iO.270'x0.030'' 0.223'LONG BOTTOM { ULTRAFAB WEATHER SECTION 0.320.O.D.AND STRIPPING E0.SIDE(ttP:) 0.245'i.0. I }� Of (IYP) i I ®t a MIN.SEPO �S ON i i t §8 ----(ON SCHEDULE L YD f MIN'S PUSS.RATION i I t ON SHEET 13) I 'H TO GLASS. (SEE SCHEDULE Of .^ ON SHEET 13) MIN.SEPARATION o 1/4'0 x.1'TEK SCREW OR TO GLASS 1/40-20'm1'S.S.US wIR1 (SEE SCHEDULE— OPTIONAL ofNu (NON-STRUM PAM GUARD NUT k'WASHER O 4'O.C. I ON SHEEP 13). '33 I (NON-STRUCNRAL) j ( ]. + t. IALTERNATE 3/16'.;ALUM: OPRONAL RAIN GUARD POP RIVETS O S O.C: I (NON-STRUCTURAL) AT HEAR. I1p ? ALTERNATE 3/16'ALUM. a g ALTERNATE LEG I N X ^ POP RIVETS O 5'O.C. 1 v to LOCATION WITH 4$ AT REAR. •m Aa 1' 3[16'ALUM.POP RIVETS ANCHOR � � 9 O 10'O.C.BOTH SIDES (SEE SHEET 13) 3/16'ALUM.POP RVETS / - --- 0 10'O.C.BOTH SIDES EDGE OF EO, E0. ASLAB PPLICABLE / EDGE OF / POURED CONCRETE � - SLAB IAPPLIF G REWIRED SEE.SHEET 13) / POURED CONCRETE POURED'CONCRETE REQUIRED. •MIN.E.D. REQUIRED Com-1. N CD •MIN.E.D. MIN.-E.D. (SEE SHEkR 13) MIN.E.D. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED. MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT .BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 78 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BL' ,I( -syy SCALE: N.T.S. ..,............ "... ``��Yg>Q',: �pENS FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NOTE FOR cGMBINATIDN OF SECTIONS:. *E.D. - EDGE DISTANCE' No.44167 ••; ®.2on TaTEco INC. TITAN II FOLDING IMPACT'PROTECTIVE SYSTEM ILL �' 1- MOUNTING SECTIONS'CAN BECOMBINED (SEE SPECIFICATIONS'.ON SHEET 13), I - FOLDING SHUTTER' CORP. ��O/t7 IN ANY WAY TO SUIT ANY INSTALLATION. : ST •jjj777��J ILL E C 0 INC. DATE ''• n 7 V T TILLIT TESTING&ENGINEERING COMPANY 7089 HEUSINEEr PLACE ••.•` t.. 4LV ITN.SO,.3 'Y.]O3.Y.i47rA CNR@6,R 3]1G0 WEST PAW BEACH.FL 33413 1 7-082 1 SEE LIMITATIONS FOR®ON SHEET 2 v_ .� ,,.• �y�Q\ IL +�� -++�. fb�1�+-+v+ PH:1600-643-6371 �SiS� - Z tat..O.W.— w.rolclgshuttma m DRAWNG no t ®-0006719 1'R�T WLO A TILUT Ur.P.E. _ ,,.p iYJEAC/SII FLORIDAGNATURE/OATE I Uc.�44167 mpa/n m SHEET 7 OF 13 PDoem CONCRETE OR GROUTED CONCRETE BL=,WALL REQURED &COD!MAIL) B SPAN NBE.PFA aCMfDUIE ANCHORS(DP.)(SEE SCHEDULE) X X / TABLE 1: MAX. SPAN'TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) TK (a)t f4•r 3N•TOGS SCREW ___-------_- . AT 2 O.C.LDNGRUG3 LY, o'A O J ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS SPAN TUBE PER SCHEDULE - -- -----------o 0 o MAXIMUM SPAN LENGTH EA. END .PER END OF TUBE a063-T6 Auar TUBE PRODUCT J ; 0 o O o Q SIZE SPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM 1{a'P,.3/4•TOT SCREW N TUBE TUBE TUBE 0 8'O.Cf 1/2•M. 3*0P w 3.3'n 3..•°r 31Y or 60" 106.0"' 13 8 i211/4.LFNCM '.211/4'.LENGTH Q 606]-(S NAIY.AIWlE °63-T6 AM ANGLE g 2"x4".1 8" 96" (�So"E" (SEE ScHmum / 85.0" 17 10 ANGLE 144" 69.0" 13 8 r•or 313'a I g�1 'E'4 " •) 80' 117.0" - - 17 10 sWEC�6l]IED )ANGLL Of N �� �T 41/2• 2"x4"xt 4' --96• -- -ED.(TYP.) / 110.0" 21 12-_--- i WAN TUBE LEN 144" 97.0" 21 12 80° 109.0" 17 10 SPAN TUBE ►COUNTING INSTALLATION TYPICAL ELEVATION'(TUBE AT TOP) 2"47XI/8" 96" '100.0" 21 12 SECTION X. 144" 81.0', 17 10 scut: .T.s. SPIN TUBE,1EN cu(iYP� 80" 124.0" 21 12 I Tc , 1Rc MD 'n'^T• 2"x6"xl/8" 96" 114.0" 21 12 Bpi i 144" 1 93.0" 21 12 ]•.4•m 3'a3'W VALID ALSO FOR MIOHEIGHT,TUBE INSTALLATION ONLY WHEN THE SUMATION OF THE YaYrl/V.IENGM r 3'a4'or *` 6D63-T6 ALUx.'ANGLE t t 1/4'A LENGTN SHUTTERS HEIGHT ABOVE&BELOW DOES NOT EXCEED THE MAX. PRODUCT SPAN (SE[SCHEDULE) a0. (¢ALL AGUE SHOWN ON TABLE 1., Y / Y TABLE 2:MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIOHEIGHT) 1/4'4 r3/4•TOE SCREW 0 0 0 0. o\ TUBE MAXIMUM ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS o a'O.C. - - ___ SIZE PRODUCT S SPAN LENGTH EA ENO PER END OF TUBE -- _ 1 3'.4'v 3.3'or SPAN TUBE PER SCHEDULE - -- ---- ---------- 3'•211/4'.LENGTH 606}TS ALLOT _/ _ / 806]-TB ALUu.MILE 60" 76.0" 13 12 . (SEE SOMOUI� (s)'le.3/4-TEKS SC11Ew a 2"x4"x1/8" 96" 50.0" 17 15 a.DOO'1RAx. AT 2'O.C.EONGRtD1Y1LY. IV KN.SPACING SPIN TUBE PER SCHEDULE POURED CONCRETE (SEE S.MLE) BETWEEN ANCHORS[TTPJ 144" 48.0" 13 12 OR GROUTED CONCRETE (2)RO'AS OP.1(4'0 TAPGONS BLOCK WI1L REQUIRED ANCNORs(ttP.)(SEE sCHEDUIE) TYPICAL ELEVATION (TUBE AT BOTTOM) 80' 87.0" 21 18 N s. SPAN TUBE MOUNTING INSTALMON 2"z4"xl/4" 96" 79.0" 21 18 SPAN NEE lEN 144" 65.0' 21 18 AT 1/4'.,3/4'wG TEKSuoN SCREW �Ts.3'.e s 3•.]'Pr 3•4'.1/4' 4.1/2'ED. AT Y D.C.Lau1uONALLr. (m) 60" 77.0" 17 15 '`�1C11ED T6 NULL ANGLE PENDi6 W 1/2'W. (3) ONS NC ORS, I 2"W'xl/8" 96' 70.0" 21 18 rwwNs ANCHORS. (TYP.)(SEE SCHEOiNE) g T 144" 1 57.0° 1 17 15 '80" 88.0° 21 18 UT / 2"4%1/8" 96" 81.0" 1 21. 18 Z Z � d 144" 66.0" 21 18 !r 0 '0. 0 0 0, y INSTALLATIONS: DETAILS W/ SPAN TUBE INTO POURED CONCRETE 1/'•"'/`''° - -- OR GROUTED CONCRETE BLOCK WALL &wo•MAX- •6'nC O O O ------------0 0=0 SCALE:N.T.S. (SEE SCUOULE) - - _--------.- SPAN TUBE'PER.S01,S)" 6063-76 AL1Df O O O, i O O O LLE ')/A/�IIiPI ej�PER 5tNE0 ,IJAx.A.S.D.DESIGN,PRESSURE RATING o t72.0 PSF Y 1 �VR A. rz(// BIT _ 14'or 3'.3'or L 4,.rUV:gr 31?</4•_ •LENGTH 6063-T6 ' & A1TE �(s¢ f •I: IDLE_ FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) ALUD.ANGLE (SEE SOWA4 118.2Of7 TILTEC6 INC. GRAa7T BY: ®T 1 No,44167 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM 111- Af' 0/17 POURED CONCRETE o" :. FOLDING SHUTTER CORP. °'/'TE DR CONCRETE OPENING •-y IL E-C O INC. 017E BLOCK WALL FEOVWCO -Yid•or]SS'u]•i2'.1/4' 0 TILLIT TESTING&ENGINEERING COMPANY (D)1/4'.3/4•tEK3 SCREW LENGTH LDa3-Ta NUN.ANGLE �n••..// !`TL' 7089 NEYSTRFET PLACE 1 7=082 AT 2'O.C.3/4'TONS So (S[E IOREDUIE) TYPICAL ELEVATION (TUBE AT MIDHEIGHT) 5' -I•.,OR I P`.' T' a3»NW.3em.sL.su.IC3,-R eu+Dus.R 3T1ea WEST PALM BEACH.En 33413 SGIf: 1s •••.....•• n'"" (e�mM:lel�leco6aM<mn-un PN.rd6 gaDutt- ORAIDNG N. SPAN TUBE MOUNTING INSTALLATION / 0 ®-nooa7Ts T SEE LIMITATIONS.FOR • WALTER A TILUT Jr.P.E. 'D'•"' mmrlm 1ir �`•• ®ON SHELT 2 '• 1nael�a. w1t "PE..S-" S)CfygUi{E/DATE FLORIDA.UT B-44167 1 an rs-01• m/ao/n 3 SHEET 8 OF 13 1/4'..a 1 3/4' •� 41N.EA.EE ONS/CRETE-*" IS FET EIISnNC GLA55Y/ EXISDN°SfRULRURE ANCHORS O Ia.YS ED. [ 5.756•(TYP.) SHEEP 1])STRUC URERE C3/13'0 THREADED HO 1 3 4Ifi'POP RIVE3S OR 0,CENTERPIECE FOR T CONS/CREr/E-RE% -\ 1/4',.3/4'ITDa O C3'1P•) '�•� ANCNOR3 6 18'O.G Ia-D.C. 3 or1 or t or t a /OR 1/4'aT/4' I or 1A t — ms o 1B o.c WALL FACE - - - - f 2- - END CONDITION 18. /so.o 9D.o• ;W._-- -3/r POP.RIYTS OR A a 8 4 SH WN '/` '3/L•,T°a' / 1B'o.c \ r (IEY,RS INTERIOR _OR055 'r OR.F%IFlUO1 (2J p .. EXTERIOR ""��� ()O O.C.O 2 S O 30'D.C.D.C..O MID(AN FOR Ua TO 99' LIDSPAN FOR UP TO 99•' SPAN;"(3) 30. / SPAN$(3) 5 O'DO" O.C.O M D,SP -FOR UP 13 HORIZONTAL SECTION 20 OTOOI"S AN.(1HUYU TO B 18 SCREW'MAY BE INSTAALLED 18 / HORIZONTAL SECTION SCREW MAY BE INSTALLED INTERIOR OR DITERIOR) (LEVERS INTERIOR I /16•POP RIVETS INTERIOR ON EXIERIOR) (LEVERS.FXIERIOA). OR DIMS) OR I/4's3/4' 2•Y111/6•COW. './IEHS O is'OG *MI1Y VARY AT IASf SLAT AT TWIFED'INSTALLA710NS \ -4' OR 5 6063-76 ALLOY ANGLE- �4 ORQ5 J I TAPCON/CRE1E-nEx SHOW SHOWN / ANCHORS 0 IS,O.C.1a TAPCON/CflEfE-ilRo 3 1 SEE UMRAT�NS FOR POOH SHEET 2 !DUSTING STRUCTURE \ ANCHORS 0.IS•o.C..TO� \ / DUSTING STRUCNRE \ VUT EXISTING STRUCTURE BUILD- �/2• 606]-16 ALLOY ANGLE END CONDITION MIN. 3/16•POP RIVETS EN E0. \\ OR 1/4'.3/4'lETfS OR EX150.NG STRUCTURE END LOCK ANGL NUTS O 12•O.C.E. NUT BOL75 W/ END LOCK ANGLE NOTE 1 HORIZONTAL SECTION HORIZONTAL SECTION 2•.2'.,1/8•600-16 1/4'a 3/4'TEH W.ALUMINUM BEM ANGLE SCREWS A ACHED l0 ONE ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR CENTERPIECE a 6•D.C. INTERIOR.CENTERPIECE®OR 5 INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE I�$. A (2)®0 30•D.C.0 YIOSPAN TOR U�TO 99' SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL.BE SQUARE, SPAN&(3)A1 0 30 0.357"xO.357"AND IT SHALL BE FULLY INSERTED INTO,THE ALUMINUM LOCKING TUBE B AND SECURED D.C._0 40SP FOR'UP TO 144.SPAN(THUM INTO IT WITH A 0.1.26" o.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.3363" DIAMETER,WITH SCREW MAY BE INSTALLED A 0.200' LONG BEVEL TOWARD THE'END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR OR EXTERIOR) OF THE TIP A SQUARE, 0.475"xO.475"0.085" THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR 5 ALUMINUM LOCKING TUBE:®, A 2—PIECE, THERMOPLASTIC'LATCHING MECHANISM MUST BE INSTALLED. ONE 0S ,8 SHOWN (1)PIECE, 1.375" LONG, WITH A 0.356"4.366"x0.630"'LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE a. THE TOP OF THE PIECE MUST. INCLUDE A 0.684" (LEVERS INTERIOR DEEP BY 0.188" WIDE CHANNEL TO RECEIVE' THE THERMOPLASTIC COMPRESSION LATCHING LEVER. s OR IDUMOR) oD• c+*+ SOLID THERMOPLASTIC TIP INSTALLED AT 2J SHALL BE ENGAGED.INTO 3/8"6'HOLES.DRILLED'ON THE OUTER 8 (MAIL) HORIZONTAL FLANGE:OF TOP/BOTTOM TRACKS. (LEVERS INTERIOR 4 'OR CR EXTERIOR) SHOVT ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL HORIZONTAL SECTION ,,IL���.••"`" ��T✓,.-_ FLORIDA BUILDING.CODE (High & Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE. ` ©2017 nL1EC0 INC. DRABy'. A4 a TITAN II FOLDING IMPACT PROTECTIVE SYSTEM W.L.� No.4416 : CONCRETE BLOCK & WOOD (AS APPLICABLE �'� �: IL E C O�N�.. FOLDING SHUTTER CORP. °'DA°TE" TILUT TESTING d PLACE ENGINEERING "�,rqO .•''r•I<•ORI9P:'��V/,.T`i' ,(F. m),m 1I.-:.ENG I�NEE,RfIlNaGlJl-iCl-O,1MC1P1A Y QT • � 45 wL�vay B�µ FL 13 17-082PH 1600-643-5371 b11...O..L— —foW69.1wG.n DRAMING.No" ....• ,11 ES-0006719 WALTER A TILLIT Jr.P.E. .- -__--____—_ --_- ���. •••A ;/�'�_____ FLORIOA LIC.fF.44157 ar/m/" SHEET 9 OF'I3 P .z UMINU.ANC LE J "U'Lo""MOUNT PER SECTION 4.SHEET 6 A A (xl 3"" Pop RNE6, 2'A.2'•1/6' EACH lEG OF 2'•2' ALUMINUM ANGLE AN1 AS ANGLE LEG'MAY FACE AWAY FROM OPENING __ ._ ( OPENING'•ED ANCHORS 'REONRED To HOST --- 13 / STRUCTURE 19 \ BUILD-OUT MOUNT\ PER SECTION 4,SHEET 6 (2)3/16'POP RNETS. • EACH LEG,OF 2'a2' ANGLE ALTERNATE WALL h=SIMILAR AT HEAD PLAN VIEW A—A MOUNT FOR ONE -EXTERIOR ELEVATION AND SILL AND BOTH SIDES OR eorX ANGLES 4; � OF PRODUCT a OPTIONAL SIDE ANGLE 4'Pa]4 I ,I (TEK / /' 1/�' FOR SECTION 4.SHEET 67 TEKS OR]/16'POP 4' 1 1/2'R 1 A A 1/8 0-2' RNETS PER ANGLE TO MIN.AWNWUN Itl47E$TOP tr TUBE BOTTOM OR TO WALL(2 REQUIRED) R 1/4'0 TMCCN/ CR ANCHORS EA'ANGLE TO SLAB B 0 0 1/4'P a 1 3/4' TAPCO,YS/CRETE-FLE% ENO PIECES MAY BE FIAT ANCHORS O is'O.C. `S{P1 rj0� ENO OR L ENO •'SpO� '/16'•POP RNETS OR Z. EXISTING STRUCTURE O 12'O.C. J . • 3 1/2'MIN. Vil CORNER POST ISOMETRIC 5 E.OF CONCRETE _ GYP.AT TOP AND BOTTOM SVJT 1^- F�O PIECES MAY BE FLAT 9 2 ND TRAPPED END CORNER POST CONDITION W/ FLAT END HORIZONTAL SECTION ,`•`�•'��C E.(tsy^ _ FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone). END INSTALLATION DETAILS INTO CONCRETE, i��• as`Oj mxDli mTEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM oRAILL W4 `�" — FOLDING SHUTTER CORP. °'DATE" CONCRETE BLOCK & WOOD (AS APPLICABLE p I IN E C o 7069 HEMSTREET PLACE wEsr PALM BEACH.FL 3 C�R l(��',�• .TIWT TESTING h:ENGINEERING COMPANY O=.'••. 1 R L 1' 5• 6]35 .wA.sL.sb.ws.NAnv,w�,s w]]les 3413 17-082 � C- .•..,,tit}•4'.E .(]wm 1-1ST0.le.:(]0])Brl-tlul PX:1600-643-6371 �u!!! .L�•'a.111• mlecuOea.com . ra1dI,phMen.emO DRAWING No. W-0006719 WALTER A TIWT J,P.E. Iun •.rt P.E.SEAL/SIGIfATURE/DATE FLORIDA Uc:19 44167 mR•/n m SHEET 34.OF IS 1/ WALL FlNLSH !' OPTIONAL RAIN HOOD. \ -(NON—STRUCTURAL) WALL FINISH VIOL" . 'THICK SS. J10.3'SS.S.M.S.W/1/2.0.3/4' LONGNYLON BUSHINGS(Typ.TOP) CONNEMION C2 ,NOLf.ER HOUSWG II AND 1'LONG(Typ,.BOTTOM),EXCEPT J AT ROLLER HOUSING MP.) . c / -- 0.060'THICK S.S.ROLLFR:HOUSING (2)N11.OH I� - I OPTIONAL RAIN HOOD 3 ROLLERS '1 (NON-STRUCTURAL) 0.855'o'O7P:) 1 A! ... 6 2'a4'COHT.WOOD HEADER'REO'D. 1 Ito.3'S.NG NY O W/' _ 3/t6'ALUM I POP . 1 0.373',LONC NYLON RVETS,0 18'OA. Px BUSHING W/A 0.150' CONr. f COApFECIION Ct 0.163'.0.270' ' LONG TOP'SECTION 0.500' 1 O.D.AND 0.245'i a.AND 0.030' 0.223'LONG BOTTOM U�ER f or 1. SECTION 0.320'0.0.AND STRIPPING EA '�• t �. I 3/16'ALUM.POP 0.245''A.. SIDE:(TYP-) '� • W 1 (TYP.) .B I RNE's;0 18'O.C. `2E 2'a4'CONT.W000ATIONMIN.SEGLA70.CUSS HEADER REO'D. ,(SEE SCHEDULE 'T or (SEE SCHEDULE 1 or ON SHEET 13) t ON SHEET 13) t w 2'a4'CONL'WOOD PLATE REO'D.� 1 1 WALL FACE MOUNTING INSTALLATION o 1-11 CONNECTION GI WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION jw INSTALLATIONS DETAILS INTO WOOD - 11 ;•'• (Y`E � t✓ FLORIDA BUILDING CODE (High &.Non High Velocity Hurricane Zone) 1 SEE LIMITATIONS FOR®ON SHEET 2- AAl1 02017 TILTECO INC. ORAUN By, 1�0.4'=167 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM M.L. NOTE FOR COMBINATION OF SECTIONS: ' 07/20/t7 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO '.p 11 - 'L E C 0,pc, FOLDING SHUTTER CORP. LATE BE HAVE A'MIN..SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. '� •� ( 7�9 HELSRNEET PLACE '7TWT'TESTING h EHGINEFAING COMPAH7 NTST.PAW BMH,FL 33413 .��'•. !�•'��4�.� aw r..xa sti sI.ws.vamrA r+ac0rs.a altw 17-082- -— tns , pR� P:\�\A ,1 <»a„_,Aa, ,Nd4T1n,_,mt PH.,e00 6.3 637, • C e—mod:N006Ccol.com wn..falEinp.AUMem.nm. INNING No EB-0006719; • WALTER A.TIWT Jr.P.E. '�" AA FLORIDA U.9,A167o,lJM1 m SHEET IO Oi 13 1/4.0 i 3/4•TENS SCREW OR 1/4•x 3/4' BOLTS,W/NUTS h WASHER O.6.O.C. r REOUIRMin.)EXISTING WOOD ADE BEAM )/ UACY OF EXISDNG.WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR / / -WALL FlNISH ko�THICK S.S. T SEE LIMITATIONS FOR®ON SHEEP 2 TO PRODUCT INSTALLATION. j Eo�j E 2•D CONS. CA WOOD HEADER REO'0.�� E0. E0. (NON����D NOTE FOR COMBINATION OF SECTIONS: 8 /1ox3^s.S.s.Ms.w/ 1/2'o x3/4' 1- MOUNTING SECTIONS CAN BE COMBINED CONNECRON OS LONG,NYLON.BUSHINGS(Typ.TOP) IN ANY WAY TO SUIT ANY INSTALLATION. / AND-1'LONG(Typ.BOTTOM),EXCEPT . o_ AT ROLLER HOUSING(TYP.) ��_ - NOTES, . - - OPTIONA__RAII.HOOD__-- 1NYLON L n'2' 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO �%D / (NON-STRUCTUfTAL) _ s /> �,__-___ I- (ROL E SN t 2 BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 10.055'0(TYP.) ' L7 n I I r I 8 1' J/� li.:-J TIT L-' I 8 POPBRIVETS, Y10 x 3'S.S.S.M.S.W/0.373'LONG.NYLON �- _J L- - .J BUSHING W A 0:150'LONG,TOP SECTION ALTERNATE LEG ` ? ®16•O.C. / 3/16'ALUM. I LOCATION C011i 0.500"O.D.AND 0.245'L1,AND 0.223'LONG POP RIVETS, (SEE NOTE•) 0:163's0.270's0.030' ) ( BOTTOM SECTION�0.320.O.D.AND 0.245'I.d. t O 10 'O.C. ULTRAFAB WEAMER 0YP-) MIN.SEPARATION STRIPPING FA SIDE I TO,GLASS f Or t (SEE SCHEDULE �.o ON-SHEET 13) aw I I 1 1 Or Qg t � H y MIN.SEPARATION I I MIN.SEPARATION TO GLASS I I TO GLASS I II°.'i (SEE.SCHEDULE (SEE SCXr 3) ON SHEL7 13) I I T Or a ON SHEET 13) Or �I t v - t I 1 or t ALTERNATE 3015'ALUM i ( ALTERNATE lEC �' I POP RIVE15 O 5'O.C. ) r _ LOCATION (NON-S0PnONA RUCT GUARD ALTERNATE LEG AT REAR. r TT r�-+r'- _-) (SEE NOTE•) (NON-SIRUCNRAL) LOCATION r 1 F f_,, I F`_______ _____r_� II Vill ALTERNATE]/16'ALUM. I li LL JJ I I I tl POP ANUS O 5'O.C. I 11 II I • n I I I .. AT REAR. WOOD CPC AM.i F`___$___1_____r_� li !12 r ' III�II � e� . READ. 9 ----------- 1 0 •� 3/16'ALUM.POP RIVETS /-\\ n Y I m 3 9 p ______________ tp O 10'D.C.BOTH SIDES' "Sy z - - 3/16-ALUM.POP RIVETS a d O 10'O.C.BOTH SIDES 2. EO EQ. DECDEC EQ MIN.. EQ. o RUIRED g 2'x4"CONT. � 1/tr'0 x 3/4'TIXS SCREW (NO FINISH ALLONED) { WOOD PLATE t `1 1 I OR 1/4'x 3/4'BOLTS W 1/4b's 3 TENS SCREW REO'0. /' ` 1� 1 1 WASHER O 6 /NUTS 5/B'WASHER OR &5/8' 1 II 1 'O.C. CONNECTION C6 I 1/4'x 3/4 BOLTS W/'NUTS @ / I ` .NN 04 5/8'WASHER O;4'O.C.1 ` 1 1 2'MIN.E.D. 2'MIN.E.D. { C�QdCIpN C3 I +I vrAli FlNISH FlNISH BUILD-OUT FACE MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION ,T SECTION 7W 1 - SECTION 4W SECTION 4AW L73'd�f.OM) �1'�Q`�.•• .T✓ ._ FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NOTE • :ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED 02017 TiLTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAIM BY: �Rl 44167 W.LINSTALLATIONS DETAILS INTO" WOOD ' *' FOLDING SHUTTER CORP. °' °/17 IL E C O Ipc; LATE SCALE N.T.S. Q N7069 NEMSIREEi PLACE • IIWT TESTING'k ENCINEERI C C01dPANY WLSf PAW BF/OI1 R'334134. � 17-082-UIL..Caol.Com /a16n0e uUem.eom DRAmxG No _ WALTER A TIWT Jr.P.E FLORIDA Ua g 44167 w/mnr SHEET 11 IF 13, i^ N.SEPARATION 1 TO GLASS zd MIN.SEPARATION ;F� (SEE SCHEDULE TO GLASS = or ��,1 ON SHEET 1 L ( T (SEE SCHLDULE ON SHEET 13) _ or� � OPTIONAL RAIN GUARD (NON-STRUCTURAL) Y 1/4'0 x 1'TEK I. ALTERNATE 3/16'ALUM. .n SCREW OR 1/40-20'x1' POP RIVETS®5-O.C. SS.MS WRH NUi& J AT REAR, 9 ._.. SS' -WITH'O.C.- I _ _ _ - a 16-ALUN-BOTH-SIDES--- EDGE . RIVETS n_ O'lU`O.C. •'oR OF SLAB D APPLICABLE EDGE OF SLAB ALTERNATELOCATION.LEG' n CONNECTION C7 — — ANLHOR -- - � IF APPLICABLE (SEE NOTE•) 14 16' _ — CA MIN.WOOD _- �-- DECK'REQUIRED _ (NO FINISH ALLOWED) IDDINNSMOTH C8 EDGE OF SLAB IF _,�GTE OF 2'PAN.ED. APPUCABLE - SLAB IF 2'MIN.E.O. APPLICABLE - EC, T SEE UIAITATIONS FOR®ON SHEET.2 ALT TRACK ADAPTER MOUNTING INSTALLATION 1 MIN.E.D. I''MIN.E.D. NOTE FOR COMBINATION OF SECTIONS: SECTION 7BW (BOTTOM) 2"x6' IN.WOOD DECK REQUIRED 1- MOUNTING SECTIONS;CAN BE COMBINED (NO FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. MIN.SEPARATION FLOOR MOUNTING INSTALLATION PLA;E`RE o.W°°°\ (SEE SCHEDULE SECTION 7AW (BOTTOMNOTES` °N SHEET 73) 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO � BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1 (3)5/16.0 LAC' WALL Fwlsn ,,GG�� EQ EO 2� 2- SEE SECTIONS BW & 14W FOR MAX. A.S.D. DESIGN or `LJ t oa SCREWS W/2 1/2'MIN. MIN.E.D. W I PENLTRIITION AT NIDWIDTH PRESSURE RATING & SPANS 1'x 4' (2')OF RAFTER/TRUSSES 1163-T6 CONT. o \ ALUMINUM TUBE j 1 ) 1/4'x4'(6063-T6)FLAT ,,.. EKISRNG 2x WOOD 1� i PLATE W/1/4'0 x1'TEK TRUSSES OR RAFTER 2'x4'MIN. WOOD AT 24' .C:MAX. STUDS O 16'O.C.SBCR $ NS6 OTRUSSS R 1/8'x4•(606J,i6)FIAT PLATE W/1/4b x1'lEK ,• 2 1 4.0 TAPCON OR 1 4- SCREWS O 4'O.C.IN () / / 0 CRETE-FLEX ANCHORS OR 14 NOS WOOD SCREWS'OR 1 4'0 n ps BETWEEN TRUSSES /EDGE(IF APPLICABLE) NOS LAC SCREWS AT MIDWIDTH OF FA STUD W/2,1/2'Min.THREADED PENETRATION INTO WOOD 1 STUD 7F1C1/4'MAT(.PLYWOOD E7115ONC SOFFIT(2)NYLON ED.I .. 4'-20:3/4' ROLLERS —810x3'5.5;S.M.S.W/1/2'0 x3/4'LONG S,S.BOLTS W/NUTS @ 0.8550(TYP.) NYLON BUSHINGS(Typ.TOP)AND 1'LONG 1/4'0 x 3/4'TEK WASHER O 6'O.C. e10 x 3'5.5.S.M.S:W/ I B `')BOTTOM),EXCEPT'.ROLLER HOUSING I - SCREW O 6'O.C. 0.373•LQNG NYLON MOUNT TO WOOD STUDS MOUNTING INSTALLATION. BUSHING E A 0.150' I I SECTION 14W BOTTOM) LONG TOP SECTION 0.500' 1 /�r G.D.AND 0.245'I.d:AND ; 0.163'xD.270' INSTALLATIONS D E:�GAWS _ (� 0.223'LONG BOTTOM i0.030' i MIN.SEPARATION ULTRAFAp •� „, �I)• MAX. A.S.D. DESIGN PRESSURE RATING= +60.0, —60.0 PSF SECTION 0.320 'OD.ANO� TO GLASS i 'WEATHER ' I INTO WOOD;z�•, 0145•IA. (SEE SCHEDULE STRIPPING'FA om SCALE N.T.S. •••GENS•, FLORIDA BUILDING CODE,(High & Non High Velocity Hurcic°ne Zone) ( ) ON SHEET 13) I SIDE(TYP.) or �1L - 02017 TIUECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM CRAda BY: i No.44167 M.L •J 20/17 FOLDING SHUTTER CORP. °'ATE HEADER T0. TRUSS MOUNTING INSTALLATION, ' ( IL EC O�N�. DATE .�v� TILUT TESTING&ENGINEERING COMPANY 7099 ME761REET PLACE SECTION 8W (TOP) p V x1V NM.xN 1 sU.J0.1.hx aaA W0Q 5'0»,ra WEST PALII.BFILN.5 33413 _ _ ���,�`s'1 . ��11'�. P�°"•�e'OSmaai'iie<eoolcxamn_.mI .:.n:Tadg6 �'m oRAwIIOBN. MAX. A.S.D. DESIGN PRESSURE RATING'+60.0, —60.0 PSF •1' EB-000s7tR ..� WALTER A TIN Jr.P.E. _ `•P. ••xxS'IxQ4GTIIRE/DATE FLOR10A Ue.f 44167 a1ra/.� xn SHEET 12 oF'13 MAXIMUM WIND PRESSURE (D.s.f.) CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE AND CORRESPONDING MAXIMUM. (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/Fr) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) SLATS SPANS SCHEDULE, FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2" FOR A, 2 1/2" FOR B &.2 1/4" FOR C ANCHORS) Tuna MAXMOM SLATS SPANS,A WY-AMMABLE CONCRETE CONCRETE BLOCK STEEL WOOD THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE Pomm TxEeA1rvE 'AT TOP" CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR CONNECTION ANCHOR, CONCRETE CONCRETE BLOCK (+/-) PRLssuPE PRESSURE h I1o170M TYPE SPACING TYPE TYPE (LT) h-1 TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0' 144" 180 Ib/ft A a C A C E A C F 60.0" 60" 88 Ib/ft 9 425 LB/FT - 388 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT A B C A C 35 psf 100.0' 100" 146 Ib ft C1 6 473'LB/FT - 418.LB/FT 236 LB/FT 202 LB/FT 383.LB/FT 432 LB/FT Cl 9 417 LB FT - 388 LB FT - 134 LB FT 144" 144" 210 Ib ft 12 387 LB FT - 334.LB FT 166 LB FT 142 LB FT 271 LB FT 347 LB FT 6 461 LB/Fr - 418 LB FT - 202 LB FT 60.0, 60" 100 Ib/ft C2 g 456 LB FT - 362 LB:FT 250 LB/FT 190 LB FT 318 LB FT 38_ LB FT -12 375 LB/Fr - 334 LB/FT - 142 LB/FT 40 psf 100.0 100' 167 Ib/ft C2 9 417 LB/FT - 362 LB/FT - 190 LB/FT -144" 1'44" 240 Ib ft 6 525'LB/FT - 419 LB/FT 312 LB/FT 285 LB/FT 3537LB/FT 443 LB/FT 60.0' 60.0" 115 lb ft 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/FT 329 LB/FT 6 502 LB/FT - 419 LB/FT - 285 LB/FT 80.0. 80.0" 154 lb/it C3 6 496 LB/FT - '375 LB/Fr 236 LB/Fr 202 LB/FT,298.LB/FT 405 LB/FT 9 372 LB/FT - 309 LB/FT - 134 LB/FT 46 psf 97;0" 97.0" 187 Ib/ft 3 813 LB/FT - 572 LB/FT 326.LB/FT 304 LB/FT 418 LB/FT 631 LB/FT C3 6 469 LB/Fi - 375 LB/FT - 202 LB/FT 115:0" 115:0" 221 Ib/ft 9 466 LB/FT - 370,LB/Fr 157 LB/FT 134 LB/FT 256'LB/FT 393 LB/FT 3 760 LB/FT - 572 LB/FT - 304 LB/FT '144" 144` 276 Ib ft C4 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 463'LB/FT 9 445 LB/Fi - 370 LB/FT _ 134 LB/Fi 60.0" 60.0" 125 Ib it C4 6 561 LB/FT - 448 LB/FT - 202 LB/FT 89.0" 89:0" 187 Ib ft 3 972 LB/FT - 682 LB/FT 389 LB/FT 364 LB/FT 500 LB/FT 753 LB/FT 3 912 LB/FT - 682' LB/FT - 364 LB/FT 50 psf 100.0" 100.0" 208 Ib/ft 9 2B1 LB/FT - 224 LB/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/FT 9 226 LB/FT - 224 B FT - 83 LB/FT 120.0 120.0" 250�Ib ft C5 6 421 LB/FT - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT 144" 140" 300 Ib ft 3 843 LB/FT - 670 LB/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT C5 6 339 LB/FT - 334 LB/FT'> - 125 LB/FT 60.0" 60.0 138 Ib ft 9 273 LB/FT 325 LB/FT 215 LB/FT - - 138 LB/FT 102 LB/FT 3 681 LB/FT - 670 FT - 250. LB/FT 81.0' 81.0" 187 Ib it C6 6 410 LB/FT 487 LB/FT 323.LB/FT - - 207 LB/FT 153 LB/FT 9 .221 LB/FT�7586 251 LB/FT 215 LB FT - 55 psf 100.0" 100.0" 229 Ib ft C6 6 332 LB/FT37 LB/Fr 323 LB/FT - - 120.0" 120.0"'. 275 lb/ft. 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/FT 307 LB/FT _ 4 269 LB/FT 301 LB/FT 183 LB/Fi - - 114 LB/FT 153 LB Fr 3 663 LB/FT LB/Fi 646 LB FT - 0.0 134" 150 Ib ft C7 3 358 LB FT 402 LB/FT 244 LB/FT - - 152 LB/FT FT 204 LB Fi 4 .232 LB/FT 236 LB/FT 183 LB/Fr - - 60.0" 60.0" 750 Ib ft - / / / C7 3 310 LB/FT 315 LB/FT 244 LB/FT .80.0" 80:0" Ib fb 2 - - - - - - 305 LB/FT 12 388'LB/FT .460 LB/FT :409 LB/FT 60 psf 100.0' 700.0' 250 Ib ft 12 49.1 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT C8 8 388 LB/FT 891 LB/FT 409'LB/FT 1 t5.0" 17 ft C8 g 736 LB/FT 894 LB/FT 614 LB/Fr - - 397 LB/FT 252 LB/FT - - 131" 128" 346 Ib ft 6 982 LB/FT 1194 LB/FT 819 LB/Fi - - 530 LB/Fi 336 LB/Fi 6 777 LB/FT 921 LB/FT 819 LB/FT - - 59.0` 59.0" 160 Ib ft 65 psf 92.0" 92.0" 249 Ib ft. 100.0" 100.0` .271 Ib ft MIN. SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE 11SEE GENERAL NOTE C.2 ON SHEET 1 126" 123" 360 Ib.ft 60.0' 60.0" 175 lb/ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 pet 100.0" 100.0" 292 lb ft _ _ __ SLAT _HIGH_VELOCITY. HURRICANE ZONE NON HIGH VELOCITY TYPE DESCRIPTION CONC. C.BLOCK W000 STEEL CONC. C.BLOCK WOOD. STEEL _. . -"- -"-- --- -- 121' 118" 374 Ib ft SPAN HURRICANE ZONE 59.0" 59.0 187 Ib ft ZONE 1,2,3 ZONE 4 A 1/470 TAPCON W/ ADVANCED 3.50" 2.50" 0 N/A 4.00" 4.00" N/A N/A 75 psf 100.0" 100.0" 313 Ib ft THREADFORM TECHNOLOGY 117` 114" 367 Ib ft 5-10" 2 1/2" 1" 2 5/8" 80 psf . 113' 111" 87 Ib ft AS LESS B 1/4" 0 x 3/4" SOLID SET 3.50"' 3.50 N/A N/A 3.00" 3.00" N/A N/A. 90 psf 107' 104" 424 Ib ft >5'-10" 100 psf 101` 99" 447 Ib ft TO 8'-3" ? 5/8 + 1 2 3/4 .+ C 1/4" 0 CRETE-FLEX 3.00 3:00"' 4 N/A 3,00" 3.00" N/A N/A 110 psf 94" 90" 468 Ib/ft 120 psf - 87" 82' 484 Ib.ft 1/4" 0 ITW-BUILDER 130 psf 80" 76" 483 Ib ft TO 12'-0"�$-3 3 1/2" 1" 3 5/8" E TEK SCREWS N/A N/A N/A 1.00" N/A N/A N/A 2.00" 140 psf 74" 70" 484 Ib ft #14 NDS WOOD SCREWS OR 150 psf 69" 66- 483 It, ft .J1lAA> Lri:*_ F 1/4" NDS LAG SCREWS N/A N/A D N/A N/A N/A 2A0" N/A 160 psf 65" 62" 483 Ib ft A AS DEFINED BY ASTM E-1996 STANDARD. I;�.(��A•TO _ A'H47E5: + EXCEPT THAT 3 5/8" SHALL BE USED '°� ` /T` - FLORIDA BUILDING CODE (High & Non High Velocity Hurcicane Zone) L+:MAXIMUM.ALLOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, ��.....SF % ®zo17 nuEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM aRaW. �' GIVEN POSITIVE A.S.D.DESIGN PRESSURE RATING. 4, 4A & 7A. M L-:MAX.ALLOWABLE PRODUCT SPAN FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE FOLDING SHUTTER CORP, °'may RATING. IL ECOINC. 04,E TIWT TESTING h ENGINEERING COMPANY 7069 HEUSTREET PLACE FINAL MAXIMUM ALLOVlABLE PRODUCT SPAN IS '�t .' 6AYf NW.]EN.54 SW]G3,NNGIMA GP➢IIII,M1 7]166 WEST PALM-BEACH.EL.33113 17-D$2' EQUAL TO THE NIIlILIL1M DETERMINED PRODUCE '9' �(,. a +:(bsm:-13,0.F-:(xvP-I", PH:-1800-"3-6.T71 ,SPAN BETWEEN "L+'AND'L-". ," >� as e- cn: OU0600d.com r..Edsngsnuttme.rom aftAlnxO No -- ,r�'..1OR19 a .1 ®-0006719 ..... WALIERA TILDE Jr.P.E: em- - 1I ,t�O�IE RORIOA U. u167 SHEET 13 OF 13